Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Textbook Question
Chapter 6, Problem 6.12QPP
Repeat Problem 6.10 using the LRFD method with ASCE 7 load combinations.
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The following are the load combinations to be used.
LRFD Load Combinations
1.4 (D+ F)
1.2 (D+F+T)+ 1.6 (L+ H) +0.5 (L, or R)
1.2D+1.6 (L, or R) + (fiL or 0.5W)
1.2D+ 1.0W + fiL+ 0.5 (L, or R)
1.2D+1.0E + fiL
0.9D+ 1.0W +1.6H
0.9D+ 1.0E + 1.6H
ASD Load Combinations
D+F
D+H +F+L+T
D+H+F+(L, or R)
D+H+F+0.75L+0.75 (L, or R)
D+H +F+ (0.6W or )
от
300 mm
HB
2.
Calculate the maximum shear stress that can be
resisted, VR/bwdv, by Beam A and B using
(a) The CSA simplified method of shear design
(b) The old ACI method of shear design (replaced
in 2019)
Comment on the differences between the CSA
and older ACI code that you see in answering
questions (a) and (b). Also comment on the
resulting safety of large beams and slabs without
stirrups designed using the codes. (Bear in mind
that the CSA code has been repeatedly shown to
very accurately predict the shear strength of
beams tested in the laboratory)
160 mm
A
fe = 25MPA, aggregate size = 10mm
fy = 400MPA
%3D
%3D
200 mm
2-15M Bars
T55mm
8-30M Bars
d = 1500 mm
What is Schmidt Hammer Test & Point Load Test?
pls explain Briefly
Chapter 6 Solutions
Foundation Design: Principles and Practices (3rd Edition)
Ch. 6 - What is the difference between a square footing...Ch. 6 - Prob. 6.2QPPCh. 6 - Prob. 6.3QPPCh. 6 - A 400 kN vertical downward column load acts at the...Ch. 6 - A bearing wall carries a dead load of 5.0 k/ft and...Ch. 6 - Prob. 6.6QPPCh. 6 - A 5 ft square, 2 ft deep spread footing is...Ch. 6 - Consider the footing and loads in Problem 6.7,...Ch. 6 - The two columns in Figure 6.19 are to be supported...Ch. 6 - Prob. 6.10QPP
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